Abstract
The ultimate bearing capacity of footings subjected to axially inclined loads was investigated experimentally by conducting tests on model strip and circular footings on homogeneous sand and clay. The results were analyzed to determine the inclination factors, depth factors, and shape factors incorporated in the general bearing capacity equation for shallow foundations. These values are compared with the recommended values given in the Canadian Foundation Engineering Manual.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
